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41. 发明专利

JP2006045805A Excavation hole support structure, excavation hole support material and excavation hole support method 审中-公开
标题翻译：挖掘孔支撑结构，开挖孔支撑材料和开挖孔支撑方法
公开(公告)号：JP2006045805A
公开(公告)日：2006-02-16
申请号：JP2004225061
申请日：2004-08-02
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YAMAMOTO TAKUJI , KITAMOTO YUKIYOSHI , YOSHIKAWA TADASHI , OYAMA JUNICHI , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI , TSUJI KIYOMI , HIROTSU JUNJI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide an excavation hole support structure, an excavation hole support material and an excavation hole support method, capable of stably supporting an inner surface of an excavation hole with a simple structure.
SOLUTION: A tunnel support structure 30 has a plurality of flexible tubes 10 arranged at an interval in the tunnel longitudinal direction, a tubular body 11 arranged in the tunnel longitudinal direction in a tunnel and respectively communicating with the plurality of tubes 10, and a fluid solidifying material filled in the plurality of tubes 10 and the tubular body 11. The plurality of tubes 10 are arranged in a ring shape in the tunnel peripheral direction, and are brought into close contact with a tunnel inner surface.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种挖掘孔支撑结构，挖掘孔支撑材料和挖掘孔支撑方法，能够以简单的结构稳定地支撑挖掘孔的内表面。解决方案：隧道支撑结构30具有在隧道纵向方向上间隔布置的多个柔性管10，管道主体11，其沿隧道纵向方向布置在通道中并分别与多个管10连通，以及填充在多个管10和管状体11中的流体凝固材料。多个管10沿隧道周向布置成环状，并与隧道内表面紧密接触。版权所有（C）2006，JPO＆NCIPI

42. 发明专利

JP2005232720A Columnar foundation constructing method, foundation constructing member and foundation structure 审中-公开
标题翻译：基金会基金会建设方法，基金会建设会员和基金会结构
公开(公告)号：JP2005232720A
公开(公告)日：2005-09-02
申请号：JP2004040760
申请日：2004-02-18
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： KARASAKI KAZUTAKA , ITOHISA SATOSHI , TSUJI KIYOMI
IPC分类号： E02D27/42
摘要： PROBLEM TO BE SOLVED: To provide a columnar foundation constructing technology for completing work for installing a columnar material in a short time.
SOLUTION: This foundation constructing member 1 comprises a rigid cylindrical body 2, a bag body 3 fixed to the cylindrical body 2 in a state of being applied to the outer face of the cylindrical body 2, and a base member 4 on which an anchor bolt 23 is mounted. The foundation constructing member is inserted into a excavated hole 20 previously formed in the ground, and then mortar 21 is filled in the bag body 3 to inflate the bag body 3 in the excavated hole 20. After the foundation constructing member 1 is fixed into the excavated hole 20, the columnar material 5 is mounted to the base member 4 with the anchor bolt 23.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于完成在短时间内安装柱状材料的工作的柱状基础构造技术。解决方案：该基础构造构件1包括刚性圆柱体2，在施加到圆柱体2的外表面的状态下固定到圆筒体2的袋体3和基部构件4，基体构件4 安装有锚栓23。将基础构造构件插入到预先形成在地面上的挖掘孔20中，然后将砂浆21填充到袋体3中，以使挖掘孔20中的袋体3膨胀。将基础构造构件1固定到挖掘孔20，柱状材料5通过锚固螺栓23安装到基部构件4上。版权所有（C）2005，JPO＆NCIPI

43. 发明专利

JP2004076568A Bag body for civil engineering, method for laying bag body for civil engineering and its structure 有权
标题翻译：民用工程袋体，民用工程袋体的方法及其结构
公开(公告)号：JP2004076568A
公开(公告)日：2004-03-11
申请号：JP2003178452
申请日：2003-06-23
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： KARASAKI KAZUTAKA , GOTO JUNICHI
IPC分类号： E02D3/12 , E02D3/02 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To provide a bag body for civil engineering, a method for laying the bag body for civil engineering and its structure in which the bag body assuredly expands to its end part in a space formed between the drilled surface of a hollow part such as a tunnel and a reaction member provided in the hollow part, the space of the butted part of the end parts of the bag bodies can be reduced to the utmost and injected grout can be pressurized and dehydrated to its center.
SOLUTION: In the bag body 1c for civil engineering, both end parts 3c of a tubular bag body are closed and the space 6c capable of expanding is formed therein. Both the end parts 3c are connected together by a connecting member 8c disposed in the tubular bag body. The expansion in the longitudinal direction of the space 6c is regulated by the connecting member 8c.
COPYRIGHT: (C)2004,JPO
摘要翻译：待解决的问题：提供一种用于土木工程的袋体，一种用于铺设土木工程袋体的方法及其结构，其中袋体在其钻孔表面之间形成的空间中确定地向其端部扩展诸如隧道的中空部分和设置在中空部分中的反作用构件，可以最大限度地减少袋体的端部的对接部分的空间，并且注入的浆料可以被加压和脱水到其中心。解决方案：在用于土木工程的袋体1c中，管状袋体的两个端部3c被封闭，并且在其中形成能够膨胀的空间6c。端部3c都通过设置在管状袋体中的连接构件8c连接在一起。空间6c的长度方向的膨胀由连结部件8c调节。版权所有（C）2004，JPO

44. 发明专利

JP2014136896A Reclamation method 有权
标题翻译：恢复方法
公开(公告)号：JP2014136896A
公开(公告)日：2014-07-28
申请号：JP2013005653
申请日：2013-01-16
申请人： Kajima Corp , 鹿島建設株式会社 , Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： KITAMOTO YUKIYOSHI , YOSHIDA TERU , OKAMOTO MICHITAKA , OBARA TAKASHI , KARASAKI KAZUTAKA , GOTO JUNICHI , MIYAZAKI KYOTARO
IPC分类号： E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a reclamation method capable of efficiently making soil improvement on a reclamation ground.SOLUTION: Around top edges 7 of vertical direction drain materials 5 are connected to a floating body 3. Drains 1 previously installed in which a lead 11 is provided in a bottom edge 9 of the vertical direction drain materials 5 are installed in a scheduled landfill site 17 where water is stored by floating the floating body 3 on a water surface 21, installing the lead 11 on a soil 19, and suspending the vertical direction drain materials 5 in underwater. Landfill soil 25 is sequentially put into the scheduled landfill site 17. While accelerating own-weight compaction of the landfill soil 25 by discharging water from the vertical direction drain materials 5, a reclaimed ground 18 is formed. Afterwards, a sheet 27 is placed between the landfill soil 25 and the floating body 3 to reinforce the surface of the reclaimed ground 18 by the floating body 3.
摘要翻译：要解决的问题：提供一种能够在开垦地上有效地进行土壤改良的回收方法。解决方案：垂直方向排出材料5的顶部边缘7连接到浮体3.先前安装的排水管1，其中引线11 设置在垂直方向排出材料5的底部边缘9上，安装在预定的填埋场17中，通过将浮体3浮置在水面21上而将水保持在水中，将铅11安装在土壤19上，垂直方向排水材料5在水下。垃圾填埋场25依次放入预定的垃圾填埋场17.在通过从垂直方向排出物料5排出水来加速垃圾填埋场土壤25的自重压实时，形成回收地面18。之后，将片材27放置在垃圾填埋场25和浮体3之间，以通过浮体3加强再生地面18的表面。

45. 发明专利

JP2013117096A Bag body for natural ground reinforcement 有权
标题翻译：用于自然地基加固的袋体
公开(公告)号：JP2013117096A
公开(公告)日：2013-06-13
申请号：JP2011263962
申请日：2011-12-01
申请人： Ohbayashi Corp , 株式会社大林組 , Sanshin Corp , 三信建設工業株式会社 , Osaka Bosui Constr Co Ltd , 株式会社大阪防水建設社 , Ashimori Ind Co Ltd , 芦森工業株式会社 , Moriya Koki Kk , 守谷鋼機株式会社
发明人： YAMAMOTO AKIRA , INAGAWA YUSEN , TAKITA YASUYUKI , YAMAZAKI JUNICHI , TANIMURO HIROHISA , KARASAKI KAZUTAKA , KURATA MASAHIRO , NASU ATSUSHI , SHIMIZU NOBUTOSHI
IPC分类号： E02D17/20 , E02D5/80
摘要： PROBLEM TO BE SOLVED: To prevent leakage of a grout material from an end of a bag body even when inner pressure of the bag body increases.SOLUTION: An inventive bag body 41 for natural ground reinforcement includes: a body 3 through which a core material 2 is inserted and arranged; and fixing members 6a, 6b which are attached to ends of the body, respectively. The fixing member 6a is constituted of a bag-side sleeve 14a of which outer peripheral surface is abutted with one end peripheral edge 13a of the body 3 and a caulking member 15a with the one end peripheral edge being held between the caulking member 15a and the bag-side sleeve 14a. A female screw 16a screwed with a male screw 12a formed on one end of a core-member-side sleeve 11a is formed on the inner peripheral surface of the bag-side sleeve 14a, and the fixing member 6d is constituted of a bag-side sleeve 14d of which outer peripheral surface is abutted with the other end peripheral edge 13d of the body 3 and a caulking member 15d with the other end peripheral edge being held between the caulking member 15d and the bag-side sleeve 14d. The bag body 41 for natural ground reinforcement is provided with a movement restriction member 17 which is screwed with a male screw 12b formed on the outer peripheral surface of one end of a core-member-side sleeve 11b.
摘要翻译：要解决的问题：即使当袋体的内部压力增加时，也可防止水泥浆材料从袋体的端部泄漏。解决方案：用于自然地面加固的发明性袋体41包括：主体3，芯体2插入并布置在该主体3中; 以及固定件6a，6b，它们分别附接到主体的端部。固定部件6a由外周面与主体3的一端周缘13a抵接的袋侧套筒14a和铆接部件15a构成，其一端周缘保持在铆接部件15a和袋侧套筒14a。在袋侧套筒14a的内周面形成有与形成在芯构件侧套筒11a的一端上的外螺纹12a螺合的内螺纹16a，固定构件6d由袋侧套筒14d的外周面与本体3的另一端周缘13d抵接，铆接构件15d的另一端周边保持在铆接构件15d和袋侧套筒14d之间。用于自然地面加固的袋体41设置有移动限制构件17，该移动限制构件17与形成在芯构件侧套筒11b的一端的外周表面上的外螺纹12b螺纹连接。版权所有（C）2013，JPO＆INPIT

46. 发明专利

JP2013036301A Vibration reduction structure and construction method of vibration reduction structure 有权
标题翻译：振动减振结构与振动减振结构的构造方法
公开(公告)号：JP2013036301A
公开(公告)日：2013-02-21
申请号：JP2011175720
申请日：2011-08-11
申请人： Kajima Corp , 鹿島建設株式会社 , Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： OKAMOTO MICHITAKA , KITAMOTO YUKIYOSHI , YOSHIDA TERU , OBARA TAKASHI , SAITO SHIGERU , TABUCHI TETSUYA , MORIWAKA YOSHIHIKO , NAGATANI TATSUYA , KARASAKI KAZUTAKA , OKAMURA AKIHIKO , KURATA MASAHIRO
IPC分类号： E01B1/00 , E01B19/00
摘要： PROBLEM TO BE SOLVED: To provide a vibration reduction structure or the like which is applicable even to weak ground or the like and is capable of executing noise/vibration measures for a traffic route or the like.SOLUTION: A rigid reinforcement body 5 is disposed on natural ground 3 which is the weak ground. A roadbed 13 and a ballast 15 are constructed on the rigid reinforcement body 5 and sleepers 17 and rails 19 are installed on the ballast 15 to attain a railroad track. The rigid reinforcement body 5 comprises a planar reinforcement material 7, cylindrical bodies 9 arranged in a lattice shape on an upper surface of the planar reinforcement material 7, and a fluid solidification material 11 filled inside the cylindrical bodies 9. The cylindrical bodies 9 include longitudinal cylindrical bodies 9a disposed along an advancing direction of the rails 19 and traverse cylindrical bodies 9b disposed in a direction roughly perpendicular to the longitudinal cylindrical bodies 9a. An interval 27 between the longitudinal cylindrical bodies 9a is set to be equal to or shorter than a length 21 of the sleeper 17.
摘要翻译：要解决的问题：提供甚至可以应用于弱地等的能够执行交通路线等的噪声/振动措施的减振结构等。解决方案：刚性增强体5设置在作为弱地面的自然地面3上。路基13和镇流器15构造在刚性加固体5上，轨枕17和轨道19安装在镇流器15上以形成轨道。刚性加固体5包括平面加强材料7，在平面加强材料7的上表面上以格子形状布置的圆柱体9和填充在圆柱体9内部的流体凝固材料11.圆柱体9包括纵向圆柱体9a沿着轨道19的前进方向设置，并且横向于沿着与纵向圆柱体9a大致垂直的方向设置的圆柱体9b。纵向圆柱体9a之间的间隔27被设定为等于或小于轨枕17的长度21。（C）2013，JPO和INPIT

47. 发明专利

JP2013011091A Grout pipe for ground reinforcement and designing method therefor 有权
标题翻译： GROUT管接地加固及其设计方法
公开(公告)号：JP2013011091A
公开(公告)日：2013-01-17
申请号：JP2011143884
申请日：2011-06-29
申请人： Ohbayashi Corp , 株式会社大林組 , Sanshin Corp , 三信建設工業株式会社 , Osaka Bosui Constr Co Ltd , 株式会社大阪防水建設社 , Ashimori Ind Co Ltd , 芦森工業株式会社 , Moriya Koki Kk , 守谷鋼機株式会社
发明人： YAMAMOTO AKIRA , INAGAWA YUSEN , TAKITA YASUYUKI , YAMAZAKI JUNICHI , TANIMURO HIROHISA , KARASAKI KAZUTAKA , KURATA MASAHIRO , NASU ATSUSHI , SHIMIZU NOBUTOSHI
IPC分类号： E02D5/80 , E02D17/20
摘要： PROBLEM TO BE SOLVED: To maintain operability without spoiling economical efficiency even when an overall length is large.SOLUTION: A grout pipe 1 for ground reinforcement includes five pipe bodies 2a-2e and four joint members 4 which connect them to one another in a column shape. The joint members 4 are each substantially in a sleeve shape, and have a cylindrical recessed part 5 formed at one end and a cylindrical recessed part 6 at the other end, a female screw being cut in an inner surface of each of the cylindrical recessed parts. The pipe bodies 2a, 2b can be connected to each other by threadably engaging a male screw formed in an end part 8 of the pipe body 2a with the female screw at the cylindrical recessed part 5, and a male screw formed in an end part 8 of the pipe body 2b with the female screw of the cylindrical recessed part 6. Each of the joint parts 4 has a through space, extending from a bottom surface of the cylindrical recessed part 5 to a bottom surface of the cylindrical recessed part 6, formed as a communication path 9 connecting with the ends, and is provided with a discharge port 12 in a peripheral wall 11 surrounding the communication path so that a hollow space of the communication path communicates with the outside.
摘要翻译：要解决的问题：即使在总长度大的情况下，也可以保持操作性而不会损害经济效益。解决方案：用于地面加固的灌浆管1包括五个管体2a-2e和四个连接构件4，它们彼此以柱形连接。接头构件4大致为套筒形状，并且在一端形成有圆筒状的凹部5，另一端形成有圆筒状的凹部6，在每个圆筒形凹部的内表面上切割阴螺纹。管体2a，2b可以通过将形成在管体2a的端部8中的外螺纹与内圆筒形凹部5处的内螺纹螺纹接合而彼此连接，并且形成在端部8中的外螺纹管体2b与圆筒形凹部6的内螺纹形成。每个接合部4具有从圆筒形凹部5的底面延伸到圆筒形凹部6的底面的贯通空间，形成作为与端部连接的连通路径9，并且在围绕连通路径的周壁11中设置有排出口12，使得连通路径的中空空间与外部连通。版权所有（C）2013，JPO＆INPIT

48. 发明专利

JP2010059718A Rainwater storage tank used as flexible waterproof wall 有权
标题翻译：雨水储存罐用作柔性防水墙
公开(公告)号：JP2010059718A
公开(公告)日：2010-03-18
申请号：JP2008227809
申请日：2008-09-05
申请人： Ashimori Ind Co Ltd , 芦森工業株式会社
发明人： SUGIYAMA HIROSHIGE , HONMA TAKESHI , KARASAKI KAZUTAKA , GOTO JUNICHI
IPC分类号： E02B3/04 , E02B7/22 , E06B5/00
CPC分类号： Y02A10/12
摘要： PROBLEM TO BE SOLVED: To provide a rainwater storage tank used as a flexible waterproof wall combining a flood preventing function of preventing a building and an underground facility from being flooded, and a rainwater outflow preventing function of temporarily storing rainwater and restraining its outflow. SOLUTION: The rainwater storage tank 1 used as the flexible waterproof wall includes a cylindrical bag body 2 watertightly formed, and a pressure-proof hose 3 (a conduit tube) with one end connected to the cylindrical bag body 2 and with the other end connected to a building 100. Rainwater falling on the upper part of the building 100 is led into the cylindrical bag body 2 from the pressure-proof hose 3 to expand the cylindrical bag body 2. As a result, the cylindrical bag body 2 forms a dam for preventing flood and stores rainwater inside. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用作柔性防水墙的雨水储存箱，其结合防止建筑物和地下设施被淹没的防洪功能，以及临时存储雨水并限制其的雨水流出防止功能外流。解决方案：用作柔性防水墙的雨水储存箱1包括一个水密密封的圆筒形袋体2和一个连接到圆筒形袋体2上的耐压软管3（一个导管）另一端连接到建筑物100.落在建筑物100的上部的雨水从防压软管3引导到圆筒形袋体2中，以使圆筒形袋体2膨胀。结果，圆筒形袋体2 形成防洪堤坝，防止雨水流入。版权所有（C）2010，JPO＆INPIT

49. 发明专利

JP2009102985A Tunnel lining method 有权
标题翻译：隧道线路方法
公开(公告)号：JP2009102985A
公开(公告)日：2009-05-14
申请号：JP2009030195
申请日：2009-02-12
申请人： Ashimori Ind Co Ltd , Kajima Corp , 芦森工業株式会社 , 鹿島建設株式会社
发明人： YAMAMOTO TAKUJI , KITAMOTO YUKIYOSHI , YOSHIKAWA TADASHI , SHIBATA KENICHI , KARASAKI KAZUTAKA , GOTO JUNICHI , TSUJI KIYOMI , NAKAMURA KEIICHI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a tunnel lining technology for easily lining a tunnel and stably supporting the internal wall of the tunnel by preventing a tunnel bearing body serving as timbering arranged along the inner surface of the tunnel, from shifting in the longitudinal direction of the tunnel.
SOLUTION: In a tunnel lining process, band-shaped bag bodies 10 each with a predetermined length are first arranged along the inner surface of the tunnel T. The bag body 10 has a plurality of partition parts 31 formed parallel in the length direction of the bag body 10 by joining the back face parts and inner surface parts in the length direction, and a plurality of solidifying material injection parts 32 partitioned by the plurality of partition parts 31 and extended in the length direction. After injecting a fluid solidifying material 11 into the solidifying material injection parts 32, the back face parts of the bag body 10 are brought into close contact with the tunnel inner surface, and then the fluid solidifying material 11 in the solidifying material injection parts 32 is solidified.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种隧道衬砌技术，通过防止沿着隧道内表面布置的用作木材的隧道承载体，从而在隧道的内表面上移动，便于衬砌隧道并稳定地支撑隧道的内壁隧道纵向。解决方案：在隧道衬砌过程中，沿着隧道T的内表面首先布置具有预定长度的带状袋体10.袋体10具有多个平行于长度的分隔部31 通过将长度方向的背面部和内表面部分接合而形成袋体10的方向，以及由多个分隔部31隔开并沿长度方向延伸的多个固化材料注入部32。在固化材料注入部32中注入流体固化材料11后，使袋体10的背面部与隧道内表面紧密接触，然后固化材料注入部32中的流体固化材料11为凝固版权所有（C）2009，JPO＆INPIT

50. 发明专利

JP2008291574A Bag body for pile body, pile with bag body, and pile body installation method 审中-公开
标题翻译：袋体，袋体，袋身体安装方法
公开(公告)号：JP2008291574A
公开(公告)日：2008-12-04
申请号：JP2007139965
申请日：2007-05-28
申请人： Asahi Kasei Construction Materials Co Ltd , Ashimori Ind Co Ltd , 旭化成建材株式会社 , 芦森工業株式会社
发明人： SHIGEMATSU HIDEKAZU , KOGA KOICHI , KARASAKI KAZUTAKA , HIROTSU JUNJI
IPC分类号： E02D5/34 , E02D5/44 , E02D5/48 , E02D5/54
摘要： PROBLEM TO BE SOLVED: To provide a bag body for a pile body, easy to mount on the pile body, a pile with the bag body, using the bag body, and a pile body installation method.
SOLUTION: The bag body 1 is formed with a cylindrical body opened at both ends and turned at its end back to the inside. It comprises an inner cylinder 3 through which the pile body 9 is inserted inside, and an outer cylinder 2 consisting of a non-turned-back portion of the cylindrical body. Besides, both ends of the cylindrical body are joined to each other to form an approximately sealed space 5 between the inner cylinder part 3 and the outer cylinder part 2 where filler is filled.
COPYRIGHT: (C)2009,JPO&INPIT

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